The mechanical process of packing soil tightly together to make it more dense, stable, and able to support loads.
The process of mechanically increasing the density of soil by removing air voids through the application of force using rollers, plate compactors, or rammers. Proper compaction increases bearing capacity, reduces settlement, and improves shear strength of fill materials. Compaction is measured by comparing field density to a laboratory Proctor test maximum dry density.
Compaction directly drives earthwork production rates and equipment selection, so estimators must price the number of passes, lift thickness, and moisture conditioning the spec demands rather than assuming dump-and-go fill. Failed density tests mean rework, retesting, and schedule slip, and a bid that ignores stricter compaction requirements or unsuitable soils can erase the earthwork margin entirely.
Reviewing the geotech report, an earthwork estimator prices an extra compactor and added passes after seeing the spec requires structural fill compacted to 95% of modified Proctor in 8-inch lifts.
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